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HomeMy WebLinkAboutApplication Files_85048_pg0137 Lanes, Volumes, Timings Fed-Ex Distribution Center, South Windsor 8: Route 194 & Kennedy Road 2017 Combined AM Peak-Full Build Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 1 T* T T, Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 ' Lane Width (ft) 11 13 12 11 13 12 11 13 12 11 13 12 Storage Length (ft) 175 0 100 0 100 0 100 0 Storage Lanes 1 0 1 0 1 0 1 0 Total Lost Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Leading Detector(ft) 50 50 50 50 50 50 50 50 Trailing Detector(ft) 0 0 0 0 0 0 0 0 Turning Speed (mph) 15 9 15 9 15 9 15 9 ' Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.997 0.990 0.900 0.851 Flt Protected 0.950 0.950 0.950 0.950 ' Satd. Flow(prot) 1454 1919 0 1711 1883 0 1711 1732 0 1454 1393 0 Flt Permitted 0.118 0.310 0.480 0.756 Satd. Flow(perm) 181 1919 0 558 1883 0 864 1732 0 1157 1393 0 Right Turn on Red Yes Yes Yes Yes ' Satd. Flow(RTOR) 2 6 2 208 Headway Factor 1.04 0.96 1.00 1.04 0.96 1.00 1.04 0.96 1.00 1.04 0.96 1.00 Link Speed (mph) 30 30 30 25 ' Link Distance (ft) 2851 2700 1278 1207 Travel Time (s) 64.8 61.4 29.0 32.9 Volume (vph) 186 512 9 13 577 41 2 1 2 40 1 191 ' Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Heavy Vehicles(%) 20% 2% 2% 2% 2% 20% 2% 2% 2% 20% 2% 20% Adj. Flow(vph) 202 557 10 14 627 45 2 1 2 43 1 208 Lane Group Flow(vph) 202 567 0 14 672 0 2 3 0 43 209 0 Turn Type custom custom custom custom Protected Phases 1 5 7 3 Permitted Phases 6 6 2 2 4 4 8 8 Detector Phases 1 6 5 2 7 4 3 8 Minimum Initial (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Minimum Split(s) 8.0 20.0 8.0 20.0 8.0 20.0 8.0 20.0 Total Split(s) 13.0 39.0 0.0 8.0 34.0 0.0 8.0 20.0 0.0 8.0 20.0 0.0 Total Split(%) 17.3% 52.0% 0.0% 10.7% 45.3% 0.0% 10.7% 26.7% 0.0% 10.7% 26.7% 0.0% Yellow Time (s) 2.0 4.0 2.0 4.0 2.0 3.0 2.0 3.0 All-Red Time (s) 0.5 2.0 0.5 2.0 0.5 2.0 0.5 2.0 ' Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag Lead-Lag Optimize? Recall Mode None C-Min None C-Min None None None None Act Effct Green (s) 56.8 55.0 47.0 42.7 6.8 8.0 9.4 8.6 Actuated g/C Ratio 0.76 0.73 0.63 0.57 0.09 0.11 0.13 0.11 v/c Ratio 0.66 0.40 0.03 0.62 0.02 0.02 0.26 0.61 Control Delay 21.4 7A 5.2 17.2 24.5 21.7 29.8 12.7 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 21.4 7.1 5.2 17.2 24.5 21.7 29.8 12.7 LOS C A A B C C C B Approach Delay 10.9 16.9 22.8 15.6 Approach LOS B I B C B Queue Length 50th (ft) 22 47 1 169 1 0 19 0 r1/2/2011 Synchro 6 Report Bubaris Traffic Associates Page 1